Page 384 - Fundamentals of Water Treatment Unit Processes : Physical, Chemical, and Biological
P. 384

Rapid Filtration                                                                                 339










                           Specific deposit (mL solids/mL filter volume)  0.08                 0.08
                                                                                               0.07
                            0.07
                                                                                               0.06
                            0.06
                                                                                               0.05
                            0.05
                                                                                               0.04
                            0.04
                                                                                               0.03
                            0.03
                                                                                               0.02
                            0.02
                                                                                               0.01
                            0.01
                              0


                                                                                          330  0
                                                                                        280
                                   0                                                 260
                                                                                  220
                                           5                                    180
                                                                             150
                                                  10                       110  Time (min)
                                            Z (cm)
                                                                         80
                                                          15          50
                                                                    15
                                                                 0
            FIGURE 12.10 s(Z, t) plot of measured data from radioactive algae. (Adapted from Ives, K.J., Trans. ASCE, 127(Part III), 378, 1962.)



            corresponding length, DZ, seen in Figure 12.9. This same  zone, solids deposit and encroach into the pore volume;
            concentration increment is seen as DC(breakthrough) when  deposition and shear occur at the same rate. As the deposits
            it emerges from the bottom of the filter after time, Dt (looking  continue to distribute their mass approximately as illustrated
            to the right along the t-axis). The terms DC=DZ and DC=Dt are  in Figure 12.10, the saturated zone migrates with increasing
            seen depicted on the wave front and breakthrough curve,  depth within the filter bed. The profile eventually attains a
            respectively. The velocity of the wave front, v wf , is the  ‘‘steady state’’ shape and translates approximately the same as
            slope, DZ=Dt, also seen graphically (the triangle in the Z–t  the solids in suspension.
            plane). Since Figure 12.9 shows DC(wave front) ¼ DC(break-
            through), then the depiction shows also that the velocity of the  12.3.2.7  Clogging Front
            wave front, v wf , times its Dt increment equals its associated  As the top of the filter bed becomes ‘‘saturated’’ with solids,
            DZ distance. In other words, given the C(Z) t curve and v wf , the  the ‘‘clogging front’’ translates downstream with a constant
            C(t) Z curve can be ‘‘mapped.’’                    (unchanging) shape as with a fully developed wave front
                                                               (Herzig et al., 1970). This idea is illustrated further in Figure
            12.3.2.6  Specific Solids Deposit, s(Z, t)          12.11, which shows the saturated zone and the clogging wave
            Regarding the specific solids deposit, the form of Equation  front just ahead. The clogging front (i.e., s(Z) t ) and the
            12.2 depicted more commonly is s(Z) t , that is, the distance  concentration wave front for suspended solids (i.e., C(Z) t )
            profile of specific solids concentration at a given time. Ives  have similar distributions. In other words, the emergence of
            (1962) measured the s(Z) t profiles at various times for a pilot  the clogging front from the bottom of the filter bed is the
            scale filter using Cs-137 tagged algae and a scintillation  same as the suspended solids wave front emergence. Stanley
            counter; Figure 12.10 is a three-dimensional plot of the data.  (1955, p. 592) confirmed this experimentally with iron
            The plot shows, as expected, zero deposits along the filter  hydroxide floc.
            profile at t ¼ 0. At t > 0, the profile has an exponential decline
            with distance, but changes in shape with time as the mass of  12.3.2.7.1  Velocity of Clogging Front
            deposit increases. At t ¼ 290 min, the deposit at Z ¼ 0–1cm  The materials balance principle, applied to a column as a
            becomes ‘‘saturated’’ and no further ‘‘net’’ deposit occurs; this  whole, is the basis for calculating the velocity of the clogging
            flattened part of the curve, that is, at Z ¼ 0–1 cm, t   0, is  front (Stanley, 1955, p. 592; Tien and Payatakes, 1979,
            called here the ‘‘saturated zone’’ of the filter. In the saturated  p. 741), that is,
   379   380   381   382   383   384   385   386   387   388   389